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<br /> A95$: 3,006-839 $452,000 = $230,140 <br /> 6,1t)4-1,I:)YI:) <br /> B95$: 2,628-996 $452,000 = $173,320 <br /> 0,1:'4-1,1:)98 <br /> C95$: 520-63 $452,000 = $ 48,540 <br /> 0,1:'4-1,898 <br /> 2005: 7,900 gpm, 8 lines $874,000 <br /> A05$: 6,346-3,006 $874,000 = $367,930 <br /> 14,U88-6,154 <br /> B05$: 3,180-2,628 $874,000 = $60,810 <br /> 14,U88-6,1:,4 <br /> C05$: 4,562-520 $874,000 = $445,260 <br /> 14,UB8-6,lS4 <br /> STORAGE FACILITIES <br /> Ground Storage: $0.40/gal. <br /> Elevated Storage: $1.00/gal. <br /> Standpipe: $0.60/gal. <br /> Temporary Storage: $0.50/gal. <br /> (1) 0.4 MG Elevated Tank and 0.1 MG Temporary Tank at Rivergate (1990) <br /> 0.4 MG Elevated Tank $400,000 <br /> 0.1 MG Temporary Tank 50,000 <br /> $450,000 <br /> A$: 839 $450,000 = $450,000 <br /> - <br /> 839 <br /> (2) 0.4 MG Elevated Tank and 0.125 MG Temporary Standpipe at High Ridge <br /> (1990) <br /> 0.4 MG Elevated Tank $400,000 <br /> 0.125 MG Temporary Standpipe 62,500 <br /> $462,500 <br /> B$: 996 $462,500 = $462,500 <br /> - <br /> 996 <br /> B-2 <br />